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________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________ WELL SCHEDULE SITE NAME __________ OTHER IDENTIFIER___________ 335734083584601 14FF17 City Park 14FF17 WELL NUMBER_____________ 33° 57' 33.49'' Latitude ________________ -83° 58' 46.47'' Longitude ________________ 990.93 Ground Elevation ______________ NGVD 29 OWNER ___________________________ City of Lawrenceville 992.07 Casing Elevation ______________ NGVD 29 WELL CONSTRUCTION DESCRIPTION Name of Aquifer: metamorphic - crystalline rock TYPE OF DRILLING X 212 ____ Rotary Total Depth _________ ____ Percussion Static Water Level (bls) varies because of ____ Bored pumping in wellfield _____________ DRILL HOLE DIAMETER 12 0 25 Size _____ in, from ______ ft to ______ ft 6 25 212 Size _____ in, from ______ ft to ______ ft Size _____ in, from ______ ft to ______ ft CASING RECORD steel Type material ________________________ 6 0 25 Size _____ in, from ______ ft to ______ ft Size _____ in, from ______ ft to ______ ft Size _____ in, from ______ ft to ______ ft WELL SCREEN open hole Type material ________________________ Size _____ in, from ______ ft to ______ ft Size _____ in, from ______ ft to ______ ft Size _____ in, from ______ ft to ______ ft 11/5/1990 Date drilled ________________________ Va. Supply and Well Co. Driller _____________________________ GROUTING [ X ] YES [ ] NO cement grout Type _________________________ 0 From ________ ft 25 to ________ ft From ________ ft to ________ ft From ________ ft to ________ ft TEST PUMP DATA Pumped __________ Bailed ___________ X 150 (air-lift yield) Estimated ____________________________ Date tested ___________________________ Pump rated _____ gal/min __________HP Test yield _______ gal/min After _______ hrs Water level before test _______________ft btoc Drawdown __________________________ ft Specific Capacity ______________ gal/min/ft Altitudes are in reference to NGVD 29 Latitude/longitude in NAD 83 Depths are in feet below land surface (bls) Feet below top of casing (ft btoc) Drilled as part of the Special Environmental Services' evaluation of the Rhodes Jordan Wellfield Comments: ____________________________________________________________________ refurbishment; well was used for monitoring a pumping test; from geophysical logging: openings at 34- 35', 67-69', 70-71' (these dewatered during sustained pumping); major water-producing fractures at 142-143', 182-183', 210-212' U.S. Geological Survey Open-File Report 2004-1366 1 of 4

Open-File Report 2004-1366, Methods and …kgs.uky.edu/kgsweb/geothermal/ga/waterwells/14FF17_Well_Summary.pdfrefurbishment; well was used for monitoring a pumping test; from geophysical

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________________________________________________________________________________

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________________________________________________________________________________

________________________________________________________________________________

WELL SCHEDULE

SITE NAME __________ OTHER IDENTIFIER___________ 33573408358460114FF17 City Park 14FF17 WELL NUMBER_____________

33° 57' 33.49'' Latitude ________________ -83° 58' 46.47'' Longitude ________________ 990.93Ground Elevation ______________NGVD 29

OWNER ___________________________City of Lawrenceville 992.07Casing Elevation ______________NGVD 29

WELL CONSTRUCTION DESCRIPTION

Name of Aquifer: metamorphic - crystalline rock

TYPE OF DRILLING

X 212____ Rotary Total Depth _________

____ Percussion Static Water Level (bls) varies because of____ Bored pumping in wellfield _____________

DRILL HOLE DIAMETER

12 0 25Size _____ in, from ______ ft to ______ ft 6 25 212Size _____ in, from ______ ft to ______ ft

Size _____ in, from ______ ft to ______ ft

CASING RECORD steelType material ________________________

6 0 25Size _____ in, from ______ ft to ______ ft

Size _____ in, from ______ ft to ______ ft

Size _____ in, from ______ ft to ______ ft

WELL SCREEN open holeType material ________________________

Size _____ in, from ______ ft to ______ ft

Size _____ in, from ______ ft to ______ ft

Size _____ in, from ______ ft to ______ ft

11/5/1990Date drilled ________________________

Va. Supply and Well Co.Driller _____________________________

GROUTING [ X] YES [ ] NO

cement groutType _________________________ 0From ________ ft 25to ________ ft

From ________ ft to ________ ft From ________ ft to ________ ft

TEST PUMP DATA Pumped __________ Bailed ___________X

150 (air-lift yield)Estimated ____________________________ Date tested ___________________________ Pump rated _____ gal/min __________HP Test yield _______ gal/min After _______ hrs Water level before test _______________ft btoc Drawdown __________________________ ft Specific Capacity ______________ gal/min/ft

Altitudes are in reference to NGVD 29 Latitude/longitude in NAD 83 Depths are in feet below land surface (bls) Feet below top of casing (ft btoc)

Drilled as part of the Special Environmental Services' evaluation of the Rhodes Jordan WellfieldComments: ____________________________________________________________________

refurbishment; well was used for monitoring a pumping test; from geophysical logging: openings at 34­

35', 67-69', 70-71' (these dewatered during sustained pumping); major water-producing

fractures at 142-143', 182-183', 210-212'

U.S. Geological Survey Open-File Report 2004-1366

1 of 4

83°58'49"W 83°58'46"W 83°58'43"W 83°58'40"W

33°57'36"N

0 0.03

0 0.04

14FF39

14FF36

14FF17 14FF26

14FF10 14FF16

1000 1000City Lake

Trib

utar

y of

Sho

al C

reek

WA

TE

R W

OR

KS

RO

AD

14FF37 14FF18

0.06 MILES

0.08 KILOMETERS

33°57'33"N

Base from U.S. Geological Survey 1:24,000-scale, Luxomni Roads from City of Lawrenceville 1999 digital data

14FF17 EXPLANATION

Lawrenceville

29

AirportGwinnett County

Rhodes Jordan Park

29

124

120

316

20

20Location of above map

Observation well and site name

Geophysical log files for well 14FF17 [contained on CD in Supplemental_data\log_archive\logs.zip; ft bls, feet below land surface]

File name Type Date Start depth

(ft bls) Stop depth

(ft bls)

14FF17.19990317.AT01 Acoustic Televiewer/1 3/17/99 22.75 209.07 14FF17.19941206.CT01 Caliper, Three Arm 12/6/94 0 209.8 14FF17.19941206.FR01 Fluid Resistivity 12/6/94 14.5 212 14FF17.19941206.FT01 Fluid Temperature 12/6/94 10.5 212 14FF17.19941206.EF01 Focused Resistivity 12/6/94 13.5 207 14FF17.19941206.NG01 Gamma 12/6/94 5.5 210 14FF17.19941206.EL01 Long-normal Resistivity 12/6/94 22 212 14FF17.19941206.ES01 Short-normal Resistivity 12/6/94 22 212 14FF17.19941206.EP01 Spontaneous Potential 12/6/94 22 212 1/ Does not include trace data, original log is provided in Century binary format under the same file name with extension ".log"

U.S. Geological Survey Open-File Report 2004-1366

2 of 4

0 0 60 61 62 6359

Caliper, in inches

Gamma, in APIU (American Petroleum Institute Units)

Focused resistivity, in ohm-m

Fluid temperature, in degrees Fahrenheit

Fluid resistivity, in ohm-m

40 50 60305.5 6.0 6.5 7.57.0

Am

phib

olite

Individual fracture

air-lift yield, in gal/min

Total depth 212 feet

Rock type

EXPLANATION

0

100

200

DE

PT

H B

ELO

W L

AN

D S

UR

FA

CE

, IN

FE

ET

14FF17

Water level in well

Total air-lift yield for 6-inch hole = 150 gal/min

Amphibolitea

Saprolitesap

Fracture opening

sap

a

133 gal/min

8 gal/min

4 gal/min

3 gal/min

2 gal/min

PPZPPZ Potential production zone

Pum

ping

wat

er le

vel r

ange

s be

twee

n 5

feet

bel

owla

nd s

urfa

ce a

nd 9

0 fe

et b

elow

land

sur

face

Dewatered during sustained pumping

bottom hole fracture

100 200 300 400 500 1000 2000 3000 4000

Lithology and borehole geophysical logs for well 14FF17 (Rhodes Jordan Wellfield), Lawrenceville, Georgia.

U.S. Geological Survey Open-File Report 2004-1366

3 of 4

Am

phib

olite

0 30 60 DEGREES

90

End BIPS log

Am

phib

olite

DE

PT

H B

ELO

W L

AN

D S

UR

FA

CE

, IN

FE

ET

50

100

0

sap

a

a

0 30 60 90

Azimuth: 32 Angle: 3

Azimuth: 28 Angle: 12

Azimuth: 178 Angle: 86

Note: structures determined from BIPS log and corrected for magnetic declination and borehole deviation

Borehole deviation— Diagram to right shows the borehole is deviated 9.2 feet to the west

0 45315

90270

135225 180

N

EW

S

Azimuth directions

Increasing dip angle Dip from horizontal

10-degree dip

45-degree dip

90-degree dip (vertical)

EXPLANATION Rock type

Amphibolitea

sap Saprolite

15.0FT

10.0FT

5.0FTEnd hole

N

S

EW

Start hole

Foliation

Joint

Major foliation opening

—Shows � azimuth direction

Foliation parting

open joint

S W N E S S W N E S

S W N E S S W N E S

C. 143 feet

A. 67 feet B. 89 feet

D. 183 feet

shows an open high-angle joint at about 67 feet below land surface. shows several tight, high-angle joints at regular intervals intersecting the borehole wall at about 89 feet below land surface. Image C shows a fracture opening at a contact between light and dark-colored rock at a depth of about 143 feet below land surface; fracture partially covered with iron bacteria; note that dip of fracture opposes foliation. Image D shows a fracture opening (barely visible) at about 183 feet below land surface forming along foliation and layering of the rock.

high-angle joints

open high-angle joint

fracture openings

150

200

Fracture opening

0 30 60 90 DEGREES

DE

PT

H B

ELO

W L

AN

D S

UR

FA

CE

, IN

FE

ET

Tadpole

Image A Image B

Structural tadpole plot and BIPS images for well 14FF17 (Rhodes Jordan Wellfield), Lawrenceville, Georgia.

U.S. Geological Survey Open-File Report 2004-1366

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